Bridge Statistics for Smithville, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 98ft / 29.6mTotal length
- $12,435,000Total costs
- 5,122Total average daily traffic
- 419Total average daily truck traffic
- 6,186Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Smithville
- No street view available for this location
- New bridges - historical statistics
- 61930-1939
- 31980-1989
- 41990-1999
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 9.1%Very good
- 36.4%Good
- 18.2%Satisfactory
- 27.3%Fair
- 9.1%Poor
- Bridge Condition - Superstructure
- 8.3%Excellent
- 8.3%Very good
- 33.3%Good
- 33.3%Satisfactory
- 8.3%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 8.3%Excellent
- 25.0%Good
- 33.3%Satisfactory
- 25.0%Fair
- 8.3%Poor
- Bridge Condition - Channel
- 71.4%Good
- 14.3%Satisfactory
- 7.1%Fair
- 7.1%Poor
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
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Structure Number: 102483, Location: 1 MI S JCT SH 41 & SH 220 (Lat: 42.393869, Lng: -75.803631), Route carried "on" structure: State highway 41, Year Built: 1994, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 1,380 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 1,439 (year 2040), Design Load: HS 25 or greater, Features Intersected: GENEGANTSLET CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.804, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.4m (135.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,047,000, Roadway Improvement Cost: $613,000, Total Project Cost: $1,660,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102483, Location: 1 MI S JCT SH 41 & SH 220 (Lat: 42.393869, Lng: -75.803631), Route carried "on" structure: State highway 41, Year Built: 1994, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 1,380 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 1,439 (year 2040), Design Load: HS 25 or greater, Features Intersected: GENEGANTSLET CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.804, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.4m (135.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,047,000, Roadway Improvement Cost: $613,000, Total Project Cost: $1,660,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 102484, Location: .6 Mi S jct (Lat: 42.396756, Lng: -75.808275), Route carried "on" structure: State highway 41, Year Built: 2020, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,380 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 1,439 (year 2040), Design Load: HL 93, Features Intersected: POND BROOK
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 41.416, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Good, Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $465,000, Roadway Improvement Cost: $272,000, Total Project Cost: $737,000 ( Estimate for 2021)
Structure Number: 102484, Location: .6 Mi S jct (Lat: 42.396756, Lng: -75.808275), Route carried "on" structure: State highway 41, Year Built: 2020, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,380 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 1,439 (year 2040), Design Load: HL 93, Features Intersected: POND BROOK
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 41.416, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Good, Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $465,000, Roadway Improvement Cost: $272,000, Total Project Cost: $737,000 ( Estimate for 2021)
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Structure Number: 104167, Location: JCT SH 220 & SH 41 (Lat: 42.405067, Lng: -75.809600), Route carried "on" structure: State highway 220, Year Built: 1936, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 322 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 451 (year 2040), Design Load: H 20, Features Intersected: RED BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $573,000, Roadway Improvement Cost: $336,000, Total Project Cost: $909,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104167, Location: JCT SH 220 & SH 41 (Lat: 42.405067, Lng: -75.809600), Route carried "on" structure: State highway 220, Year Built: 1936, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 322 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 451 (year 2040), Design Load: H 20, Features Intersected: RED BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $573,000, Roadway Improvement Cost: $336,000, Total Project Cost: $909,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104168, Location: .9 MI NE JCT SH220 & SH41 (Lat: 42.416922, Lng: -75.801319), Route carried "on" structure: State highway 220, Year Built: 1930, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 322 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 451 (year 2040), Design Load: H 20, Features Intersected: STRONG BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.673, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $412,000, Roadway Improvement Cost: $241,000, Total Project Cost: $654,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104168, Location: .9 MI NE JCT SH220 & SH41 (Lat: 42.416922, Lng: -75.801319), Route carried "on" structure: State highway 220, Year Built: 1930, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 322 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 451 (year 2040), Design Load: H 20, Features Intersected: STRONG BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.673, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $412,000, Roadway Improvement Cost: $241,000, Total Project Cost: $654,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104169, Location: 1.6 MI NE JCT SH220 &SH41 (Lat: 42.422103, Lng: -75.790228), Route carried "on" structure: State highway 220, Year Built: 1994, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 322 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 451 (year 2040), Design Load: HS 25 or greater, Features Intersected: GENEGANTSLET CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.751, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $819,000, Roadway Improvement Cost: $480,000, Total Project Cost: $1,299,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 104169, Location: 1.6 MI NE JCT SH220 &SH41 (Lat: 42.422103, Lng: -75.790228), Route carried "on" structure: State highway 220, Year Built: 1994, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 322 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 451 (year 2040), Design Load: HS 25 or greater, Features Intersected: GENEGANTSLET CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.751, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $819,000, Roadway Improvement Cost: $480,000, Total Project Cost: $1,299,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10417, Location: 2.5 MI NE JCT SH 220 & SH (Lat: 42.431656, Lng: -75.778933), Route carried "on" structure: State highway 220, Year Built: 1994, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 322 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 451 (year 2040), Design Load: HS 25 or greater, Features Intersected: GENEGANTSLET CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,658,000, Roadway Improvement Cost: $971,000, Total Project Cost: $2,629,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10417, Location: 2.5 MI NE JCT SH 220 & SH (Lat: 42.431656, Lng: -75.778933), Route carried "on" structure: State highway 220, Year Built: 1994, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 322 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 451 (year 2040), Design Load: HS 25 or greater, Features Intersected: GENEGANTSLET CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,658,000, Roadway Improvement Cost: $971,000, Total Project Cost: $2,629,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 335067, Location: IN SMITHVILLE FLATS (Lat: 42.397103, Lng: -75.812297), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 2004, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 126 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 176 (year 2036), Design Load: HS 25 or greater, Features Intersected: POND BROOK, Facility Carried by Structure: TARBELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $167,000, Total Project Cost: $453,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335067, Location: IN SMITHVILLE FLATS (Lat: 42.397103, Lng: -75.812297), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 2004, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 126 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 176 (year 2036), Design Load: HS 25 or greater, Features Intersected: POND BROOK, Facility Carried by Structure: TARBELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $167,000, Total Project Cost: $453,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335069, Location: 4 MI NW SMITHVILLE FLATS (Lat: 42.420922, Lng: -75.858983), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 1986, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 69 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 97 (year 2039), Design Load: HS 20, Features Intersected: CINCINN LK OUTLET, Facility Carried by Structure: HOYT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $183,000, Total Project Cost: $496,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335069, Location: 4 MI NW SMITHVILLE FLATS (Lat: 42.420922, Lng: -75.858983), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 1986, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 69 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 97 (year 2039), Design Load: HS 20, Features Intersected: CINCINN LK OUTLET, Facility Carried by Structure: HOYT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $183,000, Total Project Cost: $496,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335071, Location: 0.2 MI E OF NYS 206 (Lat: 42.440750, Lng: -75.772572), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 24 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 34 (year 2036), Design Load: HS 20, Features Intersected: GENEGANTSLET CREEK, Facility Carried by Structure: ART LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $217,000, Total Project Cost: $588,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335071, Location: 0.2 MI E OF NYS 206 (Lat: 42.440750, Lng: -75.772572), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 24 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 34 (year 2036), Design Load: HS 20, Features Intersected: GENEGANTSLET CREEK, Facility Carried by Structure: ART LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $217,000, Total Project Cost: $588,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335072, Location: 6.2 MI WEST OF OXFORD (Lat: 42.427233, Lng: -75.724756), Route carried "on" structure: Other road , Year Built: 1982, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 37 (year 2016), Truck Traffic: 32%, Average Future Daily Traffic: 52 (year 2036), Features Intersected: MILL BROOK, Facility Carried by Structure: STONE QUARRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.084, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $42,000, Total Project Cost: $114,000 ( Estimate for 2021)
Structure Number: 335072, Location: 6.2 MI WEST OF OXFORD (Lat: 42.427233, Lng: -75.724756), Route carried "on" structure: Other road , Year Built: 1982, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 37 (year 2016), Truck Traffic: 32%, Average Future Daily Traffic: 52 (year 2036), Features Intersected: MILL BROOK, Facility Carried by Structure: STONE QUARRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.084, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $42,000, Total Project Cost: $114,000 ( Estimate for 2021)
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Structure Number: 335074, Location: IN HAMLET OF TYNER (Lat: 42.430242, Lng: -75.664147), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 615 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 861 (year 2036), Design Load: HS 20, Features Intersected: BOWMAN CREEK, Facility Carried by Structure: COUNTY ROAD 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Poor, Culverts: Very good, Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $409,000, Roadway Improvement Cost: $239,000, Total Project Cost: $648,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335074, Location: IN HAMLET OF TYNER (Lat: 42.430242, Lng: -75.664147), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 615 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 861 (year 2036), Design Load: HS 20, Features Intersected: BOWMAN CREEK, Facility Carried by Structure: COUNTY ROAD 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Poor, Culverts: Very good, Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $409,000, Roadway Improvement Cost: $239,000, Total Project Cost: $648,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335075, Location: 3.2 MI WEST OF OXFORD (Lat: 42.432433, Lng: -75.663022), Route carried "on" structure: Other road , Year Built: 1936, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 121 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 169 (year 2039), Features Intersected: BOWMAN CREEK, Facility Carried by Structure: NORTH TYNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Inventory Rating: 73.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $465,000, Roadway Improvement Cost: $272,000, Total Project Cost: $738,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 335075, Location: 3.2 MI WEST OF OXFORD (Lat: 42.432433, Lng: -75.663022), Route carried "on" structure: Other road , Year Built: 1936, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 121 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 169 (year 2039), Features Intersected: BOWMAN CREEK, Facility Carried by Structure: NORTH TYNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Inventory Rating: 73.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $465,000, Roadway Improvement Cost: $272,000, Total Project Cost: $738,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 335076, Location: 5.4 MI SW OF OXFORD (Lat: 42.401308, Lng: -75.658942), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 53 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 74 (year 2036), Design Load: HS 25 or greater, Features Intersected: BOWMAN CREEK, Facility Carried by Structure: BUCKLEY HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.073, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $611,000, Roadway Improvement Cost: $358,000, Total Project Cost: $969,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335076, Location: 5.4 MI SW OF OXFORD (Lat: 42.401308, Lng: -75.658942), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 53 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 74 (year 2036), Design Load: HS 25 or greater, Features Intersected: BOWMAN CREEK, Facility Carried by Structure: BUCKLEY HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.073, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $611,000, Roadway Improvement Cost: $358,000, Total Project Cost: $969,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 336684, Location: 7.0 MI SE OF MCDONOUGH (Lat: 42.447853, Lng: -75.703114), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 2010, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 29 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 41 (year 2038), Features Intersected: LUDLOW CREEK, Facility Carried by Structure: TUCKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.802, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $200,000, Total Project Cost: $541,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 336684, Location: 7.0 MI SE OF MCDONOUGH (Lat: 42.447853, Lng: -75.703114), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 2010, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 29 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 41 (year 2038), Features Intersected: LUDLOW CREEK, Facility Carried by Structure: TUCKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.802, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $200,000, Total Project Cost: $541,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber